Payment Report

Los Angeles County Public Works
Project Management Division III
As-Built 16

Project Name:	Huntington Drive - San Gabriel Bl/132' West of Michillinda Avenue
Contractor:	Sequel Contractors, Inc.
	13546 Imperial Highway
	Santa Fe Springs, CA 90670

Project ID:	RDC0015735
Federal Number(s):	None
Original Contract:	$4,745,494.75
Awarded:	8/3/2021
Period Ending:	9/29/2023
Board Accepted:	2/13/2024

Item No.	Description	Bid Qty	Units	Total Qty.	Previous Qty.	Current Qty.	Unit Price	Current Amount
1	CONSTRUCTION SCHEDULE (BASELINE) (STIPULATED UNIT PRICE OF $2,000)	1.00	LS	1.00	1.00	0.00	$2,000.00	$0.00
2	CONSTRUCTION SCHEDULE (UPDATE) (STIPULATED UNIT PRICE OF $500/MONTH)	12.00	MTH	12.00	12.00	0.00	$500.00	$0.00
3	CONSTRUCTION SCHEDULE (AS-BUILT) (STIPULATED UNIT PRICE OF $1,000)	1.00	LS	1.00	1.00	0.00	$1,000.00	$0.00
4	CITY PERMIT AND INSPECTION FEES (ALLOWANCE OF $2,000)	2,000.00	AL	0.00	0.00	0.00	$1.00	$0.00
5	IMPLEMENTATION OF THE LTWHP	1.00	LS	1.00	1.00	0.00	$25,000.00	$0.00
6	PREPARATION OF THE SWPPP (STIPULATED UNIT PRICE OF $2,500)	1.00	LS	1.00	1.00	0.00	$2,500.00	$0.00
7	IMPLEMENTATION OF THE SWPPP	1.00	LS	1.00	1.00	0.00	$20,000.00	$0.00
8	SHORING OF OPEN EXCAVATIONS	1.00	LS	1.00	1.00	0.00	$10,000.00	$0.00
9	OFFICE FACILITIES	13.00	MTH	15.00	15.00	0.00	$2,500.00	$0.00
10	MOBILIZATION	1.00	LS	1.00	1.00	0.00	$200,000.00	$0.00
11	CLEARING AND GRUBBING	1.00	LS	1.00	1.00	0.00	$90,000.00	$0.00
12	CONCRETE REMOVAL (NON-REINFORCED)	395.00	CY	486.00	486.00	0.00	$160.00	$0.00
13	CONCRETE REMOVAL (REINFORCED)	32.00	CY	2.00	2.00	0.00	$175.00	$0.00
14	UNCLASSIFIED EXCAVATION	1,903.00	CY	2,276.00	2,276.00	0.00	$98.00	$0.00
15	CRUSHED AGGREGATE BASE	242.00	CY	0.00	0.00	0.00	$45.00	$0.00
16	CRUSHED MISCELLANEOUS BASE	2,063.00	CY	2,030.00	2,030.00	0.00	$20.00	$0.00
17	TRENCH BACKFILL SLURRY (CLASS 100-E-100)	85.00	CY	72.11	72.11	0.00	$400.00	$0.00
18	TRENCH BACKFILL SLURRY (CLASS 270-E-500)	37.00	CY	20.00	20.00	0.00	$260.00	$0.00
19	COLD MILL AC PAVEMENT (> 3")	713,350.00	SF	723,848.00	723,848.00	0.00	$0.67	$0.00
20	GRIND PCC PAVEMENT	20.00	SF	20.00	20.00	0.00	$50.00	$0.00
21	AC PAVEMENT	11,384.00	TON	11,717.73	11,717.73	0.00	$71.00	$0.00
22	AC PAVEMENT(PATCH BACK)	52.00	TON	41.87	41.87	0.00	$550.00	$0.00
23	RECONSTRUCT MANHOLE	15.00	EA	19.00	19.00	0.00	$2,500.00	$0.00
24	DOUBLE ADJUST WATER VALVE FRAME AND COVER PER DETAIL A ON SHEET 3	3.00	EA	2.00	2.00	0.00	$2,000.00	$0.00
25	ADJUST WATER VALVE FRAME AND COVER TO NEW GRADE	17.00	EA	12.00	12.00	0.00	$600.00	$0.00
26	ADJUST WATER VAULT PER DETAIL B ON SHEET 12	1.00	EA	0.00	0.00	0.00	$6,000.00	$0.00
27	PCC PAVEMENT	126.00	CY	123.17	123.17	0.00	$350.00	$0.00
28	ASPHALT RUBBER HOT MIX	8,420.00	TON	8,213.10	8,213.10	0.00	$83.00	$0.00
29	ASPHALT RUBBER HOT MIX (TEST STRIP)	500.00	TON	459.68	459.68	0.00	$100.00	$0.00
30	DRILL AND BOND DOWEL	534.00	LF	620.00	620.00	0.00	$7.00	$0.00
31	CATCH BASIN PER STD PLAN 300, W=3.5	2.00	EA	2.00	2.00	0.00	$12,000.00	$0.00
32	BICYCLE CATCH BASIN GRATE PER CITY OF LOS ANGELES STD PLAN S-342-4	7.00	EA	6.00	6.00	0.00	$1,500.00	$0.00
33	LOCAL DEPRESSION PER SPPWC STD PLAN 313-3, CASE D	2.00	EA	2.00	2.00	0.00	$1,500.00	$0.00
34	LOCAL DEPRESSION PER SPPWC STD PLAN 313-3, CASE E	1.00	EA	3.00	3.00	0.00	$1,700.00	$0.00
35	MANHOLE PER STD PLAN 320	2.00	EA	2.00	2.00	0.00	$15,000.00	$0.00
36	MANHOLE PER STD PLAN 321	1.00	EA	1.00	1.00	0.00	$14,000.00	$0.00
37	PCC CURB, TYPE A1-6	2.00	LF	2.00	2.00	0.00	$75.00	$0.00
38	PCC CURB, TYPE A1-VAR	124.00	LF	27.00	27.00	0.00	$38.00	$0.00
39	PCC CURB & GUTTER, TYPE A2-6	1,802.00	LF	2,057.00	2,057.00	0.00	$38.00	$0.00
40	PCC CURB & GUTTER, TYPE A2-8	148.00	LF	340.00	340.00	0.00	$40.00	$0.00
41	PCC CURB & GUTTER, TYPE A2-VAR	492.00	LF	627.50	627.50	0.00	$40.00	$0.00
42	PCC CURB & GUTTER, TYPE A3-6	36.00	LF	70.00	70.00	0.00	$43.00	$0.00
43	PCC CURB INLET AND OUTLET	27.00	EA	28.00	28.00	0.00	$1,000.00	$0.00
44	PCC WALK, 4" THICK	2,498.00	SF	6,063.57	6,063.57	0.00	$15.00	$0.00
45	PCC CURB RAMPS	40.00	CY	40.81	40.81	0.00	$1,400.00	$0.00
46	DETECTABLE WARNING SURFACE	307.00	SF	319.00	319.00	0.00	$15.00	$0.00
47	CROSS GUTTER	13.00	CY	14.50	14.50	0.00	$550.00	$0.00
48	18" RCP, 2500 D	50.00	LF	62.00	62.00	0.00	$500.00	$0.00
49	CONSTRUCT PIPE SEAL FOR 18" PIPE PER STD PLAN 381-2	1.00	EA	1.00	1.00	0.00	$5,000.00	$0.00
50	CONSTRUCT PIPE SEAL FOR 48" PIPE PER STD PLAN 381-2	1.00	EA	1.00	1.00	0.00	$5,000.00	$0.00
51	SEAL 18" PIPE WITH 8" BRICK AND CEMENT MORTAR	1.00	EA	0.00	0.00	0.00	$5,000.00	$0.00
52	SEAL 48" PIPE WITH 8" BRICK AND CEMENT MORTAR	1.00	EA	0.00	0.00	0.00	$5,000.00	$0.00
53	REPAIR MORTAR	1.00	CY	0.00	0.00	0.00	$4,500.00	$0.00
54	3" CONDUIT (SCH 80 PVC)	795.00	LF	864.00	864.00	0.00	$55.00	$0.00
55	3-CONDUCTOR SIGNAL CABLE(EXCLUDING CONDUIT)	1,538.00	LF	1,500.00	1,500.00	0.00	$3.00	$0.00
56	5-CONDUCTOR SIGNAL CABLE(EXCLUDING CONDUIT)	356.00	LF	450.00	450.00	0.00	$4.00	$0.00
57	12-CONDUCTOR SIGNAL CABLE(EXCLUDING CONDUIT)	3,070.00	LF	3,070.00	3,070.00	0.00	$6.00	$0.00
58	WIRE #6	75.00	LF	1,800.00	1,800.00	0.00	$3.00	$0.00
59	WIRE #10	3,440.00	LF	2,800.00	2,800.00	0.00	$1.25	$0.00
60	COMPOSITE TYPE 3 PULL BOX INCL COVER	13.00	EA	13.00	13.00	0.00	$1,000.00	$0.00
61	NO. 6 PULL BOX INCL PCC COVER	2.00	EA	0.00	0.00	0.00	$1,000.00	$0.00
62	INDUCTIVE LOOP DETECTOR AND LEADS SAW CUT	1,775.00	LF	1,985.00	1,985.00	0.00	$12.00	$0.00
63	TYPE 2070 CONTROLLER	1.00	EA	1.00	1.00	0.00	$6,000.00	$0.00
64	GPS UTB UNIT AND ANTENNA	1.00	EA	1.00	1.00	0.00	$2,000.00	$0.00
65	4-CAMERA VIDEO/RADAR DETECTION SYSTEM (COMPLETE), RACK MOUNT 17" LCD MONITOR	1.00	EA	1.00	1.00	0.00	$50,000.00	$0.00
66	SWITCH PACK	9.00	EA	9.00	9.00	0.00	$100.00	$0.00
67	PED ISOLATION MODULE	2.00	EA	2.00	2.00	0.00	$100.00	$0.00
68	TYPE 332 CABINET	1.00	EA	1.00	1.00	0.00	$12,000.00	$0.00
69	TYPE 332 CABINET FOUNDATION	1.00	EA	1.00	1.00	0.00	$1,500.00	$0.00
70	TYPE III-BF SERVICE CABINET	1.00	EA	1.00	1.00	0.00	$8,000.00	$0.00
71	SCE WORK (ALLOWANCE OF $10,000)	10,000.00	AL	0.00	0.00	0.00	$1.00	$0.00
72	TYPE III-B SERVICE CABINET FOUNDATION	1.00	EA	1.00	1.00	0.00	$1,500.00	$0.00
73	TYPE 1 STANDARD	2.00	EA	2.00	2.00	0.00	$2,200.00	$0.00
74	TYPE 15 STANDARD	6.00	EA	5.00	5.00	0.00	$5,500.00	$0.00
75	TYPE 17 STANDARD	1.00	EA	1.00	1.00	0.00	$9,000.00	$0.00
76	TYPE 29 STANDARD	2.00	EA	2.00	2.00	0.00	$15,000.00	$0.00
77	TYPE 1 STANDARD FOUNDATION	2.00	EA	2.00	2.00	0.00	$2,000.00	$0.00
78	TYPE 15 STANDARD FOUNDATION	6.00	EA	6.00	6.00	0.00	$2,500.00	$0.00
79	TYPE 17 STANDARD FOUNDATION	1.00	EA	1.00	1.00	0.00	$4,000.00	$0.00
80	TYPE 29 STANDARD FOUNDATION	2.00	EA	2.00	2.00	0.00	$6,000.00	$0.00
81	20' SIGNAL MAST ARM	1.00	EA	1.00	1.00	0.00	$3,500.00	$0.00
82	55' SIGNAL MAST ARM	2.00	EA	2.00	2.00	0.00	$8,000.00	$0.00
83	12' LUMINAIRE MAST ARM	6.00	EA	5.00	5.00	0.00	$1,600.00	$0.00
84	15' LUMINAIRE MAST ARM	4.00	EA	4.00	4.00	0.00	$1,500.00	$0.00
85	LED LUMINAIRES (200W HPS EQUIVALENT)	10.00	EA	9.00	9.00	0.00	$1,000.00	$0.00
86	PEDESTRIAN PUSH BUTTON	6.00	EA	6.00	6.00	0.00	$1,200.00	$0.00
87	PEDESTRIAN PUSH BUTTON PLATE	6.00	EA	6.00	6.00	0.00	$25.00	$0.00
88	RETROREFLECTIVE STREET NAME SIGN	5.00	EA	5.00	5.00	0.00	$1,200.00	$0.00
89	3-12" LED VEHICLE HEAD (COMPLETE)	18.00	EA	18.00	18.00	0.00	$900.00	$0.00
90	LED COUNTDOWN PEDESTRIAN HEAD (COMPLETE)	8.00	EA	8.00	8.00	0.00	$900.00	$0.00
91	DETAIL 9 (THERMOPLASTIC)	41,053.00	LF	40,757.00	40,757.00	0.00	$0.30	$0.00
92	DETAIL 21 (THERMOPLASTIC)	240.00	LF	240.00	240.00	0.00	$0.75	$0.00
93	DETAIL 25 (THERMOPLASTIC)	90.00	LF	340.00	340.00	0.00	$0.50	$0.00
94	DETAIL 27 (THERMOPLASTIC)	310.00	LF	0.00	0.00	0.00	$0.75	$0.00
95	DETAIL 27B (THERMOPLASTIC)	8,247.00	LF	8,100.00	8,100.00	0.00	$0.45	$0.00
96	DETAIL 38 (THERMOPLASTIC)	2,462.00	LF	8,000.00	8,000.00	0.00	$1.25	$0.00
97	DETAIL 39 (THERMOPLASTIC)	10,339.00	LF	10,348.00	10,348.00	0.00	$0.60	$0.00
98	DETAIL 39A (THERMOPLASTIC)	11,800.00	LF	11,938.00	11,938.00	0.00	$0.60	$0.00
99	PAVEMENT MARKINGS (THERMOPLASTIC)	1,296.00	SF	1,464.50	1,464.50	0.00	$5.00	$0.00
100	CONTINENTAL CROSSWALK (THERMOPLASTIC)	4,134.00	SF	5,598.00	5,598.00	0.00	$3.00	$0.00
101	4" STRIPING (THERMOPLASTIC)	820.00	LF	256.00	256.00	0.00	$0.50	$0.00
102	8" STRIPING (THERMOPLASTIC)	160.00	LF	60.00	60.00	0.00	$1.00	$0.00
103	12" STRIPING (THERMOPLASTIC)	1,594.00	LF	1,240.00	1,200.00	40.00	$3.00	$120.00
104	CURB MARKINGS (ONE-COAT PAINT)	213.00	LF	0.00	0.00	0.00	$3.00	$0.00
105	REMOVE DETAIL 9 (THERMOPLASTIC)	5,349.00	LF	4,740.00	4,740.00	0.00	$0.45	$0.00
106	REMOVE DETAIL 38 (THERMOPLASTIC)	1,455.00	LF	1,458.00	1,458.00	0.00	$0.90	$0.00
107	REMOVE PAVEMENT MARKINGS (THERMOPLASTIC)	135.00	SF	663.00	663.00	0.00	$1.50	$0.00
108	REMOVE 4" STRIPING (THERMOPLASTIC)	80.00	LF	125.00	125.00	0.00	$1.00	$0.00
109	REMOVE 12" STRIPING (THERMOPLASTIC)	105.00	LF	1,555.00	1,555.00	0.00	$2.00	$0.00
110	INSTALL FIRE HYDRANT LOCATION RPM	15.00	EA	15.00	15.00	0.00	$10.00	$0.00
111	SIGN PANEL	34.00	EA	34.00	34.00	0.00	$100.00	$0.00
112	ONE-POST (ROADSIDE SIGN)	22.00	EA	22.00	22.00	0.00	$200.00	$0.00
113	INSTALL SIGN (STRAP AND SADDLE BRACKET)	28.00	EA	28.00	28.00	0.00	$100.00	$0.00
114	RELOCATE SIGN	1.00	EA	1.00	1.00	0.00	$300.00	$0.00
115	REMOVE SIGN POST	7.00	EA	7.00	7.00	0.00	$100.00	$0.00
116	TRAFFIC CONTROL	1.00	LS	1.00	1.00	0.00	$200,000.00	$0.00
117	FLASHING ARROW SIGN	3.00	EA	3.00	3.00	0.00	$20,000.00	$0.00
118	CHANGEABLE MESSAGE SIGN	2.00	EA	2.00	2.00	0.00	$40,000.00	$0.00
119	ROOT PRUNE TREE (INCL ROOT CONTROL BARRIER)	8.00	EA	0.00	0.00	0.00	$1,000.00	$0.00
120	LANDSCAPING	1.00	LS	1.00	1.00	0.00	$150,000.00	$0.00
121	IMPORTED TOPSOIL	840.00	CY	0.00	0.00	0.00	$52.00	$0.00
122	IRRIGATION SYSTEM	1.00	LS	1.00	1.00	0.00	$95,000.00	$0.00
123	DECOMPOSED GRANITE, 4" THICK	42,445.00	SF	19,627.90	19,627.90	0.00	$3.65	$0.00
124	RIVER ROCK PAVING	19,066.00	SF	0.00	0.00	0.00	$4.75	$0.00
125	AGRONOMIC SOIL REPORT	3.00	EA	1.00	1.00	0.00	$500.00	$0.00
126	DRAINAGE SUMP WITH ATRIUM GRATE DRAIN	7.00	EA	7.00	7.00	0.00	$500.00	$0.00
127	ALUMINUM EDGING	9,661.00	LF	11,785.00	11,785.00	0.00	$10.00	$0.00
128	90 DAY PLANT ESTABLISHMENT PERIOD	1.00	LS	1.00	1.00	0.00	$4,000.00	$0.00
129	EXPLORATORY EXCAVATION OF UTILITIES (ALLOWANCE OF $10,000)	10,000.00	AL	0.00	0.00	0.00	$1.00	$0.00
S-01	MODIFY MOVE-IN PERIOD		WD	0.00	0.00	0.00	$0.00	$0.00
S-02	MODIFY GRATE INLETS		LS	1.00	1.00	0.00	$9,192.42	$0.00
S-03	CONSTRUCT CATCH BASIN 300, W=7, V=4.5		LS	1.00	1.00	0.00	$10,392.90	$0.00
S-04	BATTERY BKU SYSTEM AND 3 PBP		LS	1.00	1.00	0.00	$28,300.00	$0.00
S-05	CRUSHED ROCK PAVING		SF	13,963.00	13,963.00	0.00	$3.98	$0.00
S-06	RIVER ROCK PAVING @ RETENTION BASIN		SF	8,482.50	8,482.50	0.00	$7.16	$0.00
S-07	GROUTED RIVER ROCK PAVING		SF	6,703.00	6,703.00	0.00	$12.99	$0.00
S-08	REMOVE OLD IRRIGATION SYSTEM		LS	1.00	1.00	0.00	$15,000.00	$0.00
S-09	ADDITIONAL LANDSCAPE		LS	1.00	1.00	0.00	$21,210.00	$0.00
S-10	UPGRADE IRRIGATION SYSTEM		LS	1.00	1.00	0.00	$132,562.50	$0.00
S-11	INSPECT WATER LEAKS		LS	1.00	1.00	0.00	$3,682.00	$0.00
S-12	REMOVAL OF 9 TREES		LS	1.00	1.00	0.00	$16,400.00	$0.00
S-13	INSTALL 3 MASTER VALVES & SENSORS		LS	1.00	1.00	0.00	$35,792.00	$0.00
S-14	METAL HAND RAILILNG		LS	1.00	1.00	0.00	$7,646.00	$0.00
S-15	SUNNY SLOPE WATER VAULT LID		LS	1.00	1.00	0.00	$14,822.00	$0.00
S-16	REMOVE TYPE 15 TS FOUNDATION, REVISE LUMINAIRIES		LS	1.00	1.00	0.00	$9,649.00	$0.00
S-17	PREMIUM PAY FOR SUNDAY PAVING		LS	1.00	1.00	0.00	$18,344.00	$0.00

DEDUCTION DETAIL

Description	Unit	Total Qty.	Previous Qty.	Unit Price	Current Amount
OVERTIME INSPECTION	HOUR	0.00	0.00	$100.00	$0.00
LIQUIDATED DAMAGES	DAY	0.00	0.00	$2,000.00	$0.00
LABOR COMPLIANCE	VIOLATION	0.00	0.00	$250.00	$0.00
AFFIRMATIVE ACTION	VIOLATION	0.00	0.00	$200.00	$0.00
BEST MANAGEMENT PRACTICE	VIOLATION	15.00	15.00	$1,000.00	$0.00
SCHEDULE UPDATE	MONTHLY	0.00	0.00	$250.00	$0.00
LOCAL TARGATED WORKER HIRING PROGRAM	STIP	0.00	0.00	$1.00	$0.00

FINANCIAL SUMMARY

	Total	Previous	Current
Earned	$5,161,688.81	$5,161,568.81	$120.00
Retained	$258,084.49	$258,078.49	$6.00
Deducted	$15,000.00	$15,000.00	$0.00
Due	$4,888,604.32	$4,888,490.32	$114.00

*The term "As-Built" used by the Department of Public Works in combination with the Engineer's Monthly Estimate process indicates that the project has been field accepted and that the pay quantities and deductions as detailed above are FINAL. Unless a certified letter is received by this office within 14 calendar days disputing the amounts shown, an acceptance letter will be filed with the Board of Supervisors authorizing the release of retention.

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